However, as the soil conditions mentioned above are changed into the claypan, error of 20% was estimated by numerical results.
但将状黏简化成单一黏分析所得之基桩极限荷重,其误差达20%。
However, as the soil conditions mentioned above are changed into the claypan, error of 20% was estimated by numerical results.
但将状黏简化成单一黏分析所得之基桩极限荷重,其误差达20%。
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